|
V
<br />(1) ROW 2x BLOCKING @ MID
<br />2x #2 SPF STUDS
<br />HGT. FOR WALL HGT, s V-6". (2)
<br />@16" O.C. W/ (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />16d TOENAILS T & B
<br />FOR WALL HGT. > V-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.IT
<br />2x P.T. PLATE
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />(1) LAYER TYPE II (#30)
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4
<br />UNDERLAYMENT FOR ROOF
<br />CHAIRS (TYP.)
<br />M
<br />WWF OR FIBERMESH
<br />PITCH > 4:12
<br />n °
<br />(2) LAYERS TYPE I OR TYPE II
<br />1(#15
<br />P)
<br />OR #30) UNDERLAYMENTsi
<br />4
<br />FOR UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />-"Af
<br />p
<br />REQUIREMENTS SEE R905.
<br />PRE ENGINEERED WOOD
<br />@ 24" O.C. U.N.O.12
<br />_TRUSS
<br />ir
<br />HURRICANE ANCHOR @ EACH
<br />-
<br />�P')
<br />VARIES
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />-
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />INSULA
<br />rION LE
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT
<br />rG G
<br />NAILING SCHEDULE ON SHT.
<br />SEE TYP. WALL SECTION SCALE: 3l4"=1'-0"
<br />SN1 ELEV. VARIES
<br />FOR ADDITIONAL SLAB `S3
<br />-
<br />INFORMATION.
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />ALUMINUM FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />12"
<br />N.O. 2x SUB FASCIA
<br />2x S.P.F. STUDS @ 16" O.0
<br />ABOVE) W/DRYWALL
<br />EE SOFFIT
<br />SCREWS @ 7" O.C.
<br />SHEET
<br />LOAD BEARING OR
<br />CEILING & 8" O.C. WALLS
<br />EXTERIOR WALL
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT.
<br />1
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />PLAN
<br />SEE CC/S3 OR
<br />C-4
<br />1x2 P.T. HORIZONTAL
<br />G/S3 FOR ANCHOR
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1
<br />w/ (10)10d NAILS
<br />C14
<br />ARCHITECTURAL
<br />TYP'.
<br />'-
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />1/2"GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />MONO OR STEMWALL
<br />°
<br />U.N.O.
<br />CELLS (SEE
<br />FOOTING MONO SHOWN
<br />,
<br />I>
<br />FOUNDATION PLAN
<br />FOR CLARITY
<br />D
<br />,,,_,
<br />FOR LOCATIONS)
<br />° o ° 0
<br />r � r
<br />1x4 P.T. BASE NAILER
<br />°
<br />D
<br />I I I -I
<br />4"x4" INSPECTION
<br />NOTE:
<br />g I>
<br />FEI I III
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />*FOR BEARING WALL
<br />I
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY
<br />-III=
<br />I�=I
<br />MIN. 2500 PSI CON C. SLAB
<br />M
<br />AT GARAGE CONTRACTOR
<br />I I I=1 I I=1 I I=1 11=1 11=1 11=1 I FEI I FEI 11=1 11=1 I I-1
<br />11=1 I I-
<br />MIN PSI MAY VARY PER
<br />TO CUT BLOCK OR POUR
<br />-I I I, ,I 11l i iI � 1=I � 1=1 � M � 1=1 � 1-1 � 1=1 11=I 11=1 11=1 11-1
<br />I I-1 11.-III I 1 I, l li l l Ili III=
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />; it it ;III ;III
<br />CONCRETE SLAB W/6X6
<br />a
<br />NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />W1.4XW1.4 WWF OR
<br />1
<br />-
<br />DECO FINISH 4" to 6"
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/,
<br />_FIBERMESH"
<br />BELOW GRADE
<br />SLAB INFORMATION.
<br />Z00
<br />6x6W1.4xW1.4
<br />0?
<br />31/2" WWF OR FIBERMESH
<br />z
<br />6 MIL VAPOR
<br />►
<br />_
<br />i
<br />min. 4"---,
<br />BARRIER
<br />' 9
<br />C
<br />N
<br />If A a
<br />v
<br />COMP. SOIL
<br />(COMPACTED TO 95%
<br />(1)
<br />MODIFIED PROCTOR
<br />g
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />-
<br />(2) #5 REBAR CONT.
<br />N CHAIRS TYP.
<br />1'-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />4
<br />MIN.
<br />U.N.O.
<br />4"
<br />1'-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />TYPICAL THICKENED SLAB EDGE
<br />SCALE: 3/4" =1'-0"
<br />S3
<br />SCALE: 3/4"=1'-0
<br />OPT: DEPRESS SLAB 5 Y"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />======
<br />BLOCK WALL BEY(
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT
<br />CONCRETE SLAB
<br />14"
<br />O.H.D. RECESS z
<br />13'
<br />O.H.D. RECESS
<br />PAVERS
<br />446,
<br />•
<br />,.
<br />T
<br />•
<br />_
<br />4"
<br />00
<br />TM
<br />SEE A/S3 OR J/S6
<br />,
<br />SEE A/S3 OR J/S6 -
<br />-
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />1'
<br />" (1 STOR) 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'4' (1 STC
<br />RY)
<br />1'
<br />8" (2 STOR
<br />V-8" (2 ST
<br />RY)
<br />GARAGE DOOR SLAB RECESS
<br />J,1
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
<br />7✓r
<br />ons
<br />5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH --/ '-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ GYP. TYPE „X „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE
<br />.) (OR / @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE] SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 wl STUD BELOW TOP PLATE STUD BELOW
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O.
<br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 70/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT:1/2"x12" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > V-6".
<br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />SLAB &BLOCK MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY"
<br />SLIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />5/8" x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />(ALT: 1/2"x12"TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />ELEV. 0-0„ OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL
<br />1.4
<br />A.F.F. O.C.) 2" x 6 OR x ER ATTACHMENTS 2" 6 x 6 W1.4 x ER
<br />� 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. � WWF OR FIBERMESH
<br />a ° a° a• a ELEV.-0'-31/2" z -
<br />d p
<br />A.F.F. 8
<br />a a 2x4 CONT. • w - "
<br />• . . a d a _ ° ° -r, 1/2 (min.)-4 = p0 5 ° j ° r 1/2"(min.).4°
<br />A 4 1 04 lis - -
<br />GARAGE DEPTH VARIES a 31/2"(min. - 4" - 31/2"(min.) - 4"
<br />g (2) #5 CONT. 4„ - 1,�„ rrT 8,r (2) #5 CONT. -1 411 �� 8"
<br />MIN-
<br />U.N.O. MIN.U.N.O.
<br />GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALLrc,"),TYPICAL BEARING WALL @STEPrcC
<br />SCALE: 314"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3l4"=V-0" S3
<br />co���'JOJ��v
<br />O`'�GUR
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 1�M�N`�o s
<br />INSULATION PER FBC AND ENERGY \„/ cor' (1) ROW 2x BLOCKING @ MID HGT.
<br />FORM SUBMITTED WITH PERMIT /' ` FOR WALL HGT. s 8'-6". (2) ROWS
<br />NOTE: 2x BLOCKING
<br />TUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR @ 3rd FITS FOR
<br />WALL HGT. > V-6".
<br />'. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE
<br />@
<br />LAYERS AT TOTAL THICKNESS OVER CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE.
<br />5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8/8' THICK EACH.
<br />I" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS
<br />PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />C. VERT. OR
<br />2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR
<br />EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />SPACE ANCHOR 3500#, MIN. TENSION 2600#
<br />IEVENLYTAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 ) -E
<br />'LATE FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE f I ce) a
<br />WWF OR FIBERMESH
<br />PER MFR INSTRUCTIONS 0 , °
<br />:D FINISHED #3 OR #4 REINFORCING BARU.
<br />GRADE 40 MIN. Fy= 40ksi a — r ' °
<br />z #3 & #4 LAP SPLICE
<br />FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a — D ' r
<br />Z ch r, • 25" MIN. LAP [30" MIN, LAP] g
<br />g
<br />00 6 MIL VAPOR BARRIER °e• ° °Q w
<br />=1 I I=I I I=I _ #5 REINFORCING BAR R 1 7/8"
<br />III -III -III- z ° ' #5 LAP SPLICE - -
<br />(2) #5 CONT.
<br />I -I -I I- N • t+ 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS 8" 1'-4" 8"
<br />COMP. SOIL. (COMPACTED TO (TYP.)
<br />95%MODIFIED PROCTOR ASTM 10"
<br />l={ I D1557) " —
<br />4 14#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />K�D TYPICAL EXTERIOR FRAME WALL FOOTING E RESAR DETAILS F WALL W/UPLIFT rG
<br />S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=
<br />SLAB INFORMATION. 1'-0" S3
<br />SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. CONNECTION INFO = °
<br />SEE PLAN FOR .
<br />TOP OF BEAM &LAYOUT DESIGN '
<br />I,R w/ OPT. SEE ROOF PLAN c a <'. ° ° e A
<br />VCLOSURE (2) HTS20 FOR STRUCTURAL .- E -
<br />BEAM SIZE &
<br />CONNECTION INFO T °
<br />L
<br />2�)
<br />PT 2x 1/2" GYP. BD.
<br />M �
<br />I i
<br />2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 „
<br />MIN 7/16 O.S.B. SHEATHING 8
<br />M_
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />w - SCHEDULE OPTION #1
<br />Cr. SEE TYP. WALL SECTION FOR ADDITIONAL
<br />w 6x6 P.T. #2 SYP SLAB INFORMATION
<br />" HOLD GYP. BD.
<br />t'
<br />rM
<br />1/2" FROM SLABCn
<br />ABU66
<br />SLAB STEP & RECESS a S.G.D.
<br />0� '-0" CONT. BEAD SEALANT�zi
<br />SCALE: 3/4"=1'-0" S3
<br />a INTERIOR
<br />f
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />MASONRY WALL AND
<br />A. - .. • • -3 1/2"
<br />' "
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8"
<br />.... . . �' �
<br />'
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />PAD FOOTING
<br />V.
<br />ATTACHMENTS & 18/D1
<br />CONCRETE NAILS W 1 1/2
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />.-.
<br />EXTEND FILL CELLS
<br />EMBEDMENT @ 12" O.C.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />� _
<br />TO FOUNDATION PAD
<br />J
<br />STAGGERED, FROM BOTTOM
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING.
<br />PLATE TO CONCRETE "
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />K3
<br />(MIN. SHEAR 180# MIN.
<br />CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />RAD d )
<br />TENSION 120#) CONCRETE SLAB-,,,,E��,
<br />FILLED SOLID (SEE PLAN FOR
<br />= =_ = a a
<br />m
<br />= 6 x 6 W1.4 x W1.4 N
<br />SIZE AND REINFORCEMENT)
<br />c9 ;III=III ° °� 1=III=III=1 I I=1'
<br />WWF OR FIBERMESH
<br />o a w II I I I II I I I I I I I I I I I I II I II Z
<br />_
<br />�*
<br />BRICK PAVERS or SLAB PER
<br />on U =III= ! • a z qa
<br />a
<br />0'-0" FIN. FLR.
<br />COMMUNITY SPECS
<br />= _—_ =
<br />" - _
<br />=1
<br />M 6 MIL VAPOR -
<br />I -
<br />11=1 11=1 11=1 11=1 I I I I -I 11=1 I I =- w
<br />III III -III -III -III -I I I I -III -I 11= ' FOOTING
<br />BARRIER
<br />T- I -1=
<br />--
<br />I I I l li I l llTil l Ii l l I ...III -III-' BEYOND
<br />ti ..• .• .
<br />l ll ,�
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />4" 4°
<br />y••4 y ;•
<br />EEFOUNDATION
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />CONC. PAD INFO.
<br />SEE SCHEDULE
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />K
<br />TAPERED COLUMN FRAMING CD12
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />SCALE 3l4"=1'-W
<br />SCALE: N.T.S. S3
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<br />To the hest of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2017 Florida Building Code -
<br />Residentiel Bth Edition. Engineer's signature and seal is only for
<br />fha structural engineering portions of the drawing pages bearing
<br />Engineer s signature and seal.
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<br />NO:
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<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|